Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Eprocure

West Sikkim, Sikkim

Opening Date11 Jan 2019

Closing Date17 Jan 2019

Tender Amount₹ 1,49,48,000

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Costs

EMD
₹ 3,73,700
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2019_CESDA_72145_25
Bid Award Id
View
Tender No
PMGSY II BAtch-I Re-Tender 2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1Tendernotice_1.pdf

BOQ-1378.9 kBBOQ_134732.xls

BOQ

Document-12.5 MBSBD.pdf

SBD

Report Missing Document

BOQ Items

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Quantity-

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Amount -

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Compacting Cut Formation: Loosening , levelling and compacting the cut formation to facilitate placement of granular sub-base course , scarified to a depth of 150 mm, mixed with water at OMC and compacting by rolling so as to achieve minimum dry density as given in Table no. 300

Quantity2417.85

Rate163204

Amount 67.5

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Granular Sub-base with Close Graded Material (Table:- 400-1)

Quantity1108.18

Rate1295650

Amount 1169.17

Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smoothroller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 2 as per technical specification clause 405

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grading-III): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 3as per technical specification clause 405

Quantity820.88

Rate1384717

Amount 1686.87

Prime Coat: Prime coat (Providing and applying primer coat with bitumen emulsion (ss-1)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate 1.2 to 1.5 kg/sqm using mechanical means as per technical specification clause 503 High Porosity

Quantity8208.75

Rate656207

Amount 79.94

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion (RS-1)pressure distributor at required rate 0.25to 0.30 kg/sqmon the prepared bituminous/granular surface cleaned with mechanical broom.)as per clause 503 Granular Surface Treated with Primer

Quantity8208.75

Rate143899

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous emulsion: I. Bitumen Emulsion Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal xcoat of either Type A Type B Type C as per technical specification clause 508.

Quantity8208.75

Rate1509178

Amount 183.85

Seal Coat: Case-I I: Type B (I) Using Bitumen 60/70 grade Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical clause 510

Quantity8208.75

Rate719332

Amount 87.63

carrage of stock materials (160 km)

Quantity-

Rate-

Amount -

loading

Quantity37.19

Rate4106

Amount 110.42

unloading

Quantity37.19

Rate3723

Amount 100.12

Haulage

Quantity5949.7

Rate24988

Amount 4.2

carraige of stone chips and binding metarials

Quantity-

Rate-

Amount -

Stone( Lead 25 km)

Quantity-

Rate-

Amount -

loading

Quantity2671.09

Rate196912

Amount 73.72

unloading

Quantity2671.09

Rate98456

Amount 36.86

Haulage

Quantity146909.95

Rate617021

Amount 4.2

Stone Chips (Lead 160km)

Quantity-

Rate-

Amount -

loading

Quantity221.64

Rate16339

Amount 73.72

unloading

Quantity221.64

Rate8169

Amount 36.86

Haulage

Quantity78015.96

Rate327667

Amount 4.2

carraige of sand (lead 25 km)

Quantity-

Rate-

Amount -

loading

Quantity49.25

Rate1815

Amount 36.86

unloading

Quantity49.25

Rate1189

Amount 24.16

Haulage

Quantity1970

Rate8274

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300

Quantity-

Rate-

Amount -

soil 60%

Quantity483.17

Rate101634

Amount 210.35

Ordinary rock 40%

Quantity322.11

Rate84692

Amount 262.93

Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700

Quantity594.37

Rate1715363

Amount 2886.02

Providing and laying Hand Packed wall with clean hard selected stone including centering aligning and slopes/curves etc. complete as per the direction of Engineer in Charg

Quantity-

Rate-

Amount -

Providing and laying of boulder apron laid in wire crates with 4mm dia GI Wire conforming to IS : 280 and IS : 4826 in 100mm x 100mm mesh (woven diagonally) ncluding 10 percent extra for laps and joints with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301

Quantity173.02

Rate326206

Amount 1885.37

Providing and laying hand packed stone filling behind abutment, wingwall and retaining wall complete as per drawing and technical specification clause 1204.3.8

Quantity299.03

Rate145801

Amount 487.58

Parapets of 45 cm top to 60 cm bottom and 60 cm height

Quantity60

Rate88496

Amount 1474.94

Providing & laying Plum concrete in 1:2:4 c.c. (1 cement, 2 coarse sand, 4 clean hard grade stone chips of 20 mm to 25 mm nominal guage) with 50% clean hard stone of sizes not exceeding 15 cm including shuttering, compacting and curing complete.

Quantity227.48

Rate782854

Amount 3441.42

Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate .

Quantity-

Rate-

Amount -

carrage of stock materials (60 km)

Quantity-

Rate-

Amount -

loading

Quantity78.8

Rate7426

Amount 94.24

unloading

Quantity78.8

Rate7426

Amount 94.24

Haulage

Quantity4728.19

Rate19858

Amount 4.2

carraige of sand (lead 25 km)

Quantity-

Rate-

Amount -

loading

Quantity162.55

Rate5991

Amount 36.86

unloading

Quantity162.55

Rate3927

Amount 24.16

Haulage

Quantity6502

Rate27308

Amount 4.2

carraige of stone (lead 25 km)

Quantity-

Rate-

Amount -

loading

Quantity1348.03

Rate99376

Amount 73.72

unloading

Quantity1348.03

Rate49688

Amount 36.86

Haulage

Quantity74141.65

Rate311394

Amount 4.2

SIDE DRAIN AND C.D

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity1990

Rate2507201

Amount 1259.9

Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

Quantity179.1

Rate100346

Amount 560.28

Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300

Quantity-

Rate-

Amount -

soil 60%

Quantity298.8

Rate62852

Amount 210.35

Ordinary rock 40%

Quantity199.2

Rate52375

Amount 262.93

Jungle Clearance and clearance of bushes etc all complete

Quantity1370

Rate35592

Amount 25.98

White washing with white lime in two or more coats to give an even shade include- ding cleaning the surface to remove dirt, dust, mortar drops etc on old surface complete.(to be paid on actual)

Quantity2

Rate40000

Amount 20000

carrage of stock materials (60 km)

Quantity-

Rate-

Amount -

loading

Quantity116.22

Rate10952

Amount 94.24

unloading

Quantity116.22

Rate10952

Amount 94.24

Haulage

Quantity6973.32

Rate29287

Amount 4.2

carraige of sand (lead 25 km)

Quantity-

Rate-

Amount -

loading

Quantity206.96

Rate15257

Amount 73.72

unloading

Quantity206.96

Rate7628

Amount 36.86

Haulage

Quantity8278.4

Rate34769

Amount 4.2

carraige of stone (lead 25 km)

Quantity-

Rate-

Amount -

loading

Quantity1043.76

Rate76945

Amount 73.72

unloading

Quantity1043.76

Rate38472

Amount 36.86

Haulage

Quantity57406.8

Rate241108

Amount 4.2

ROAD FURNITURE AND OTHERS

Quantity1

Rate47366

Amount 47366

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